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Waste Water Engineering

Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

2 hours
3 hours
4 hours
5 hours

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3 years
3.5 years
4 years
5 years

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Chlorinated coppers
Ferric chloride
Alum
Ferric sulphate

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Waste Water Engineering
The gradient of sewers depends upon

Velocity of flow
Discharge
Diameter of the sewer
All listed here

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Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.39 m
1.59 m
1.49 m
1.69 m

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Waste Water Engineering
The sewage treatment in septic tanks is due to

None of these
Parasitic decomposition
Anaerobic decomposition
Aerobic decomposition

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